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i �r 093 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR "GYP. TYPE @ EACH END (WHEN PARALLEL) GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SPl w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 7016" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING FI _F INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > X-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"ot OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 a ° a ° WWF OR FIBERMESH WWF OR FIBERMESH ° z 3 1/2" MIN. 3 1/2"MIN. 1 ° ° ELEV. -0'-31/2" z q ° ° ° n ° ° e q ° d ° ° ° • ° q `° ° ° 2x4CONT. ° ° ° ° A.F.F. o ° ° a , q 4 to ° n ° or 1/2"(min.)- 4" °qGARAGE DEPTH VARIES 31/2"(min. - 4" 31/2"(min.) - 4' q ,° I1 (2) #5 CONT. 4„ '1'-4" (2) #5 CONT. 4" '-4' 8° U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @MIN. SHEARWALL C TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 co"' �, SEGJ"� Yr$. ABOVE) W/DRYWALL EE SOFFIT A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" 0/C �M�Ms SCREWS @ 7" O.C. @ \ ��0c��N�oJ 1 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ()ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. 15 8'-6". (2) 8"x8"X16" KNOCK -OUT EXTERIOR WALL NOTE: ROWS 2x BLOCKING 3rd PTS 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ INSULATION PER BLOCK W/ 1#5 CONT. FOR WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT, IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) " ^ WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500# MIN. TENSION 2600# TYPES MORTAR ) (6) 1/4"x3 1/4"TAPCONS 20"MIN. LAP [24- MIN. LAP) SPACE ANCHOR ) 'SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING _ E FIBERMESH BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = w/ (10)10d NAILS = WEEP SCREED INSTALLED BAR a END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE :, r I C") ARCHITECTURAL TYP.c PER MFR INSTRUCTIONS w e ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR W 1 x2 PT WD FURRING @ 24" O.C. iv n . o . ' ' GRADE 40 MIN. Fy= 40ksi a • ' ° . GRADE _ - 'r. ' _z #3 & #4 LAP SPLICE >. 1 #5 VERT. IN FILL T p FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] () MONO OR STEMWALL ? Cn a e' 25" MIN. LAP [30" MIN. LAP] g I r 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN D ° W ° U.N.O. FOUNDATION PLAN FOR CLARITY D °O 6 MIL VAPOR BARRIER °e. ° _° W - FOR LOCATIONS) D ° D 1=III=1 I I=1 i= I (=III=� _ z #5 REINFORCING BAR R 1 7/8" �' - - 1x4 P.T. BASE NAILER D D ° I I-III-III-III=1 I I=III- ? ° #5 LAP SPLICE (2) #5 CONT. 4"x4"INSPECTION D ° -III-III�III-III-III- NOTE: ° D D = • ; „ ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH •FOR BEARING WALL g I I 1=1 I =1 I=III=1 I=l T COMP. SOIL. (COMPACTED TO ° 36 MIN. LAP [36"MIN. LAP] (TYP.) FILLED CELL TYPICAL =III=III=III-III=111i 95% MODIFIED PROCTOR ASTM I 10" MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ M AT GARAGE CONTRACTOR I I=I I=I I=1 1=I=I I=III=I I=I I=I I=I I=III=III=III=I I=I I D1557) #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER -III, ,III i iI = I= I= = -I I-III-III=III=1 I I=I I I iI I I-i 4" 1'-4" MUNICIPALITY. TO CUT BLOCK OR POUR -III-1li iI I I II I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT G wi.aXW1.4 VAMP OR = DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. r • •e = Z_ co • t I 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► i min. 4" BARRIER D ° ° " ° v GRADE r. - COMP. SOIL. O0 • (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S E NCLOSURE ASTM D1557) -I l 3^ MIN. CLR. - - (2) #5 REBAR CONT. STD 90 NOOK (SEE 4' „ 1'-4" (1 STORY) v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n . ° - (2) LAYERS TYPE I OR TYPE II 1(#15 OR #30) UNDERLAYMENT J:q) FOR UNDERLAYMENT si FOR ROOF PITCH 4:12 OR LESS.REQUIREMENTS SEE R905. PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O.12 HURRICANE ANCHOR @ EACH TpP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE n BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ON 3 CHAIRS TYP. 4n V-8" (2 STORY) DETAIL) ) MIN. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS �. z a s • _ 4" r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' T = M 4" 1 �.. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN � a • .A • INTERIOR ° ° -31/2" 1 • CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 -III I I -III I- M 6 MIL VAPOR BARRIER SEE PLAN 1 1/2" RECESS FOR VA I 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. ^ FOR TRUSS SEE PLAN FOR " " " " CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN O0 ° °: ° • ° ° • A (2) HTS20 FOR STRUCTURAL BEAM SIZE & Q TH CONNECTION INFO " � a I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w = a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' " ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS ao ? GRADEa ° -j -�, FILLED SOLID (SEE PLAN FOR - = 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) W =III=III ° cs - ° °. I=1 11=1 I =1 I 1=1 WWF OR FIBERMESH '� Z u, :D 1=1 I I -I 11 I -I I MI 11=1 I I W w I ° BRICK PAVERS or SLAB PER z° o o = - =I • • °• - - - = z -= 0'-0" FIN. FLR. COMMUNITY SPECS- LL a III=I I I� III= I I III -III=- M Ul i-III-III- 111=111=111-11 I-111 I I ill-III=III-III=1 I III -I i I -I 1= FOOTING BEYOND -111 III=I �' -,REINFORCEMENT ,I -1 1 I -I I 1=i -I - 3" MIN. CLEARANCE 4 (SEE SCHEDULE) 4" 4" 1 S.-No-10.O. FOOTING WIDTH ONIC.SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" SCALE: �"'= "° S3 SCALE: N.T.S. S3 Ky 0 !90 zo _C�I z� z Q a W"i Cn 0 Cl Q) C +-J W �_ o "U - 0 "' (A = ELn .(D U cr- COW 04 �M M o -00 U coo ¢ L$.� 01 Q O MD. N N V �2iR N N V �t z U) M' z Z � -u- O za Q c� thUM I � EN Q � f 3 t C • � •.� -+ 0 �• • Sal �.A •V : �• ' ' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0 W � aM fF J 5480, zZ �\ IL U M 0 N Q Z > Z IY i 06 .0 Lr) Lli Zo 0 Ov r-1 Q Q o ILL Z ]? o o Z ��ad= N 0 5 ar� Z� J �Ln LI.! LLJ zg a z 8 mLr) Z a8 o g <Q SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. S3 (MONO)